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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | -37.86% | ₹12.6 L | L1 | Admitted-Finance |
| 2 | L2₹12.7 LAdmitted-Finance | -37.19% | ₹12.7 L | L2 | Admitted-Finance |
| 3 | L3₹13.0 LAdmitted-Finance | -35.55% | ₹13.0 L | L3 | Admitted-Finance |
| 4 | L4₹13.1 LAdmitted-Finance | -35.05% | ₹13.1 L | L4 | Admitted-Finance |
| 5 | L5₹13.6 LAdmitted-Finance | -32.72% | ₹13.6 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹20.2 L
EMD Value
₹40,460
Closing Date
2 Feb 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of ACR in Middle School Saheed Sepy Sudesh Kumar (Battal). Under Samagra Shiksha-2025-26 (Ist Call)
2026_PWDJK_299944_3
Short e-NIT No. 34 of 2025-2026/Khour Dated 06-01-2026
Open Tender
Civil Works
90 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹40,460
Yes
Executive Engineer PWD(RandB) Div Khour
21 Feb 2026
6 Jan 2026
3 Feb 2026
7 Jan 2026
2 Feb 2026
7 Jan 2026
16 Jan 2026
Earth work in excavation by mechanical means(hydraulic excvavator) in trenches for foundations,drains,pipes,cables etc. (not exceeding 1.5 m in width) aand for shafts,wells,cesspitys and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift uto 1.5 m,including getting out excavated earth aand disposal of surplus excavated earth as directed,within a lead of 50 metres All kinds of Soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Crushed .
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)
Extra for brick work with common burnt clay bricks / cement concrete bricks in superstructure above plinth level upto floor five level.
Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.welded
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centring and Shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns.
Centring and Shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams,girders, bressumers and centilevers.
Centring and Shuttering including strutting, propping etc and removal of form work Suspended floors, roofs, landings, balconies and access platform
Centring and Shuttering including strutting, propping etc and removal of form work for Edges of slabs and breaks in floors and walls.Under 20cms wide
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand).
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand)
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). 30 mm Thick second kail wood.
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick .Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.30mm thick second class Kail wood
Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with nuts and screws etc. complete :250x16 mm
Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete :200x10 mm
Providing and fixing aluminum tower bolts ISI marked anodized (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete :100x10 mm
Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.125mm
Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 100 mm
Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :Twin rubber stopper
Providing and fixing hardware fixture(Aluminium) ISI marked anodised (Anodic coating) not lrss than grade AC 10 as per IS-1868 hooks & eyes
Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Providing & fixing electric points complete in all respect as per necessary as site.
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diameter.
Carriage of materials by mechanical transport including loading / unloading and stacking complete. Sand lead up to 5 km.
Carriage of materials by mechanical transport including loading / unloading and stacking complete. Stone aggregate lead up to 30 kms.
Carriage of materials by mechanical transport including loading / unloading and stacking complete. Bricks lead up to 35 kms.
Twenty Lakh Twenty Two Thousand Nine Hundred & Ninety Nine and Paise Fifteen Only
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